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FOOTING DETAILS NTS LEDGER TO CONCRETE NTS POST TO BEAM - TYP. NTS NOTES: <br /> CITY OF EVERETT CODE REFERENCE. <br /> EMC:https://everett.municipal,mdes/ <br /> FT1 TRIBUTARY AREA: 20 sq. ft. WAC https://apps.leg.wa.gov/wa4default.aspx?cite=51 <br /> OgL <br /> SECTION A TYP. HARDWARE 2016IRC:: https://codes.iccsafe.org/content/IRC2018 <br /> ----------------- 2018 IBC:https://codes.iccsafe.org/content/IBC2018 <br /> 2018 WSEC:http://www.energy.wsu.edu/buildingeffidency/energyco,Je.aspx <br /> PT 44 POST 2018 IPMC:https://codes.iccsafe.org/content/IPMC2018 <br /> CBSQ44 POST BASE (1) PT 2x8 LEDGER w1 "O <br /> EXPAN BOLT °vv H25A 2018 IRc: <br /> EMBED W/1" STAND OFF III HURRICANE STRAP <br /> ON 12"x12"x8" 16"OC AT PERP. FLR. FRM'G. INI REFERENCE SECTION R507"DECKS" <br /> CONIC. FOOTING I II PRESCRIPTIVE APPROACH <br /> AT PARALLEL FRM'G PROVIDE 2x8 <br /> p4 REBAR BLKG ® T.O.B. W/ (4) 8d 4X4 POST CAP <br /> 9"x9" SQR. <br /> EMBED.4" ° <br /> ° 5 4x6 TREX ORE DIVALENT <br /> PT 4X4 POST <br /> "a a <br /> " ��d / i" <br /> 12_ II II <br /> � 7,LUS <br /> INI <br /> Illl <br /> LOgL — <br /> FT2 TRIBUTARY AREA: 40 s ft. � ` <br /> ----------------- PT. 4X8 TYP <br /> HGR <br /> PT 44 POST <br /> CBSQ44 POST BASE <br /> EMBED W/1" STAND OFF ALL FASTENERS INTO PRESSURE ' <br /> ON 18"x18"x12" TREATED WOOD SHALL BE GALV D <br /> CONC. FOOTING OR STAINLESS STEEL PER <br /> GENERAL STRUCTURAL NOTES <br /> #4 REBAR <br /> 12x12 SQR. <br /> EMBED.6" d <br /> d.. LUS28 TYP. 6: <br /> CV lJ �—STRINGER <br /> RISE: 7.5" <br /> PT 2X8 LEDGE 6'_8" 8 <br /> —6' " 6'_8" 5-8 3/ ` RUN:17" <br /> DTT2Z TYP. <br /> 64" <br /> 18" JOIST TO LEDGER <br /> PT 44 POST <br /> CBSQ44 POST BASE PT 4X8 BEAM <br /> EMBED W/1" STAND OFF TYP, <br /> ON 18"x18"xi2" r — — — — <br /> CONC. FOOTING <br /> TRIBUTARY AREA: PT 2X8 r <br /> #4 REBAR 4'-8"x3'-4" JOIST&RIM <br /> I �> <br /> 12x12 SQR. Fol I 15.5 sq. ft. — J <br /> EMBED.6" I I I Ff2 TRIBUTARY AREA: <br /> L J 4,-8„ 4,— i I 6 4 0 6 .s sq.q. ft ft. <br /> PT 4x4 r <br /> RAILING POST I <br /> TYP. <br /> Qo <br /> 18" CANTILEVER <br /> F w i I <br /> N <br /> PT 4x4 L L_ I L I I <br /> 7RArnILING POST F71 Fri I FTi a L-- -- -- -- —J <br /> STRINGER N\ <br /> RISE: 7.5" <br /> RUN:12" <br /> \ Ffl Ffl FT3 _ —————— —J------ <br /> Fri <br /> F- f <br /> �— Fr1 Fr1 <br /> Ff1 Ff1 FT3 Fr1 Ffi � � � <br /> I <br /> CD <br /> I <br /> r 'j- RAILING POST LOCATIONS <br /> I <br /> FTi F FT1 TRIBUTAY <br /> X-3".2 <br /> R 8 AREA: <br /> STRINGER 9 sq. ft. <br /> RISE: 7.5" <br /> Ffl Ffl Ffl Ff1 Ffl jj[FT1 RUN: <br /> 12" <br /> 4 -1 1 2 5 -3 1 4 Z —j3 3 4 5 -3 1 4 67 8 -4 1 2 <br /> DRAVVINIG ID: <br /> PROJECT: DESIGNER: DATE: SCALE: REVISIONS:REET RESIDENCE DECK OVERSTEET DECK FRAMING PLAN FIR605 MA05 ULSBYLANE JOHNSUMPTER - <br /> EVEREfT,WA 98201 SUMPTER DESIGNBUILD IOOCT2023 AS NOTED <br />